Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 36
... normal weld X improved overall weld X 1 1 1 2 3 456 8 5 6 2 3 456 8 7 10 10 10 Number of cycles ( Ng ) Comparison on basis nominal stress range . 7 6.5 6 10 5 4 ♡ 2 1 4.8 × Improved overall weld shape Normal profile ( average value ) 4 ...
... normal weld X improved overall weld X 1 1 1 2 3 456 8 5 6 2 3 456 8 7 10 10 10 Number of cycles ( Ng ) Comparison on basis nominal stress range . 7 6.5 6 10 5 4 ♡ 2 1 4.8 × Improved overall weld shape Normal profile ( average value ) 4 ...
Page 591
... normal and high - strength concrete in the temperature range of + 20 ° C to -70 ° C ( + 68 ° F to -94 ° F ) . Test results show that concrete compressive , local bond , and splitting tensile strength , Young's modulus , and Poisson's ...
... normal and high - strength concrete in the temperature range of + 20 ° C to -70 ° C ( + 68 ° F to -94 ° F ) . Test results show that concrete compressive , local bond , and splitting tensile strength , Young's modulus , and Poisson's ...
Page 594
... normal temperature 300 280 D Monotonic + Repeated cyclic 260 • Reversed cyclic 240 220 . 200 180 160 140 120 100 +20 -20 Temperature ( ° C ) -40 -60 Fig . 2 Bond strength of normal strength concrete at low temperature relative to normal ...
... normal temperature 300 280 D Monotonic + Repeated cyclic 260 • Reversed cyclic 240 220 . 200 180 160 140 120 100 +20 -20 Temperature ( ° C ) -40 -60 Fig . 2 Bond strength of normal strength concrete at low temperature relative to normal ...
Contents
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
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adhesion strength alloy aluminum analysis applied Arctic Engineering austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord composite Conference on Offshore corrosion fatigue crack depth crack front crack growth rate crack initiation crack propagation crevice corrosion CTOD defects developed energy equation experimental fabrication fatigue crack growth fatigue strength ferrite Figure finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm levels line spring load material mechanical properties Mechanics and Arctic method microstructure notch Offshore Mechanics offshore structures parameter pipe pitting pitting corrosion plate thickness predicted PWHT ratio reduced S-N curves shown in Fig solution specimens strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values wall thickness weld metal weld profile weld toe weldability welded joints yield strength